10/0662 - Attached Plans in response to information request [As Published] · 142010.662

eee

a

Be AR

a

A se

    
 
 

od, 2

RL 1S.71)

STRIP DRAIN BY OTHERS
a ay

 

 

 

 

 

 

 

ENERO

TELL LLL EOE EIEN

 

FOOTPATH

- RLM g -
=:
RUIS.93B w
_ Ch : 3 =
Qo
— RL ISI F >
oe °BZ
as
Yaga
12S
SO.
, RBZ
RL 17.06
me oft. 3 2 ood

eh

“nn tentat ake ah

Ts

 

CJ. ‘¢

77 77 PA
M

Me

ea

NON-SLIP Ps
CONCRETE FINISH [
TO AS4S86 j
a

4

Du. ght 19:783_E
4

nn Gp Pl19.950_
Ko

Le LJ. ,RL 20.000
~ DRIVEWAY PROS OVER \o

   
 

 

 

 

 

 

LEGEND

Bd bowel Joint
6

== —— - CONTROL JOINT
Ld

— —-—— - ISOLATION JOINT

PROPERTY ALIGNMENT
FOOTPATH

BY OTHERS S/ AS PER SUNSHINE COAST \~ BY OTHERS

Z,

REGIONAL COUNCIL
DRAWING SEQ R-050

   
 

  
    
 
 
 
 
 
 
  
  
  
  
    
  
 

NOTES:

“7 CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES

2. FOOTPATH SECTION TO VARY WHERE NECESSARY TO MATCH CONCRETE
FOOTPATHS AND VERGE PROFILES. FOOTPATH EARHWORKS ADJOINING
CONCRETE MUST BE WELL COMPACTED

3. CONCRETE SURFACE TOLERANCE TO BE, 3 OVER 3 METRE SECTIONS

&. CONCRETE N32 IN ACCORDANCE WITH AS1379 AND AS3600

5. REINFORCEMENT FAVRIC TO BE SL92, 40 TOP AND EDGE COVER, 250 LAP

6. ALL APROPRIATE PERMITS MUST BE OBTAINED FROM COUNCIL, INCLUDING

|
| SEALANT RESERVOIR AND
[| excene WITH BOND-BRE AKING

BACKING TAPE

 

i

ABUTTING PAVEMENT ao
OR OTHER ; a

   
 

 

 

FILLER

 

. EDGE THICKENING ‘APPROBAL OF LOCATIONA NO LEVELS PRIOR TOEXCAVATION —*
aA aos 7. REFER LOCAL AUTHORITY STANDARD DRAWINGS FOR VERGE TYPE
(WHERE REQUIRED)
CROSS SECTIONS
TYPICAL ISOLATION JOINT (1.J.) 8. DRIVEWAYS MUST ACHIEVE A HIGH POINT OF 250mm ABOVE INVERT OF

KERB TO ENSURE STORMWATER IS CONTAINED WITHN THE ROAD
RESERVE AS PER REQUIREMENT OF QUOM (QUEENSLAND URBAN
DRAINAGE MANUAL). THIS CONSTRAINT MAY BE VARIED UPON THE
APPROVAL OF THE LOCAL AUTHORITY.

SCALE 1:10 |

15 SEALANT RESERVOIR AND

SEALANT WITH BOND-BREAKING

 

 

EXISTING FOOTPATH TO BE TRANSITIONAL TO NEW DRIVEWAY ATA
MAXIMUM GRADE OF 1IN 10

 

 

 

BACKING TAPE
EARTHWORKS CUT AND FILL BATTERS FROM EDGE OF ORIVEWAY TO

 

    

TYPICAL DOWELED CONSTRUCTION JOINT (D.J.)
SCALE 1:10 , 16

INDUCED
CRACKING

  
  
   
 
 
 
   
  
 

S 9.
wm
a + 10.
‘ NATURAL SURFACE TO BE MAX. GRADE AT 1 iN 10 AND FULLY TURFED.
11. ALL DIMENSIONS SHOWN IN MILLIMETRES.
12, SUB-GRADE SHALL BE TO CORRECT LEVELS AND FALLS AND ALL SOFT
POCKETS OF UNSUITABLE MATERIALS SHALL BE REMOVED, DISPOSED OFF
SITE AND REPLACED WITH SUITABLE MATERIALS ANO COMPACTED IN
LAYERS TO CORRECT LEVEL ANO WITH A CBR VALUE OF 19%.
13. SUB BASE SHALL BE A MIXTURE OF SAND-GRAVEL AND BINDER WITH
THICKNESS AS SHOWN ON DRAWING HAVING A CBR RATION OF 85 (BASED
ON 4 DAY-SOAKED TEST)
PROOF LOAD ROLLING TEST SHALL BE DONE 1-TEST FOR SUB GRADE AND
SHALL BE ARRANGED BY THE SITE SUPERINTENOANT IN COORDINATION
WITH THE GEOTECHNICAL TESTING CONSULTANT.

 

 

JACKET 0.5d+25

 

SEALANT RESERVOIR AND

SEALANT WITH BOND-BREAKING

BACKING TAPE
{

 

 

  

 

1200 MIN

 

ne .

5300 (7300 MAX) | DRIVEWAY PLAN
500 MIN. SOOMIN. SGALETAO.
1000 MAX. 4000 MAX.

    
 

ISSUE FOR CONSTRUCTION

|

TYPICAL CONTROL JOINT (C. J.)

SCALE 1:10

4+N12 LASER BAR

      

120 THICK SLAB ON GROUND
SL92-TOP MESH - 40 COVER. THICKEN SLAB TO 200 AT EDGES AS SHOWN. -
fc = N32 CONCRETE STRENGTH IN ACCORDANCE WITH AS1379 AND AS 3600

    

300

 

 

  
  
    
 
 
 

 

 

 

 

Se =
L + j +
SWI. NO 2 Le
SS > snide @ SiC YN Sy SSS oe onPaCTEDS, SS 180 COMPACTED FILL OR
\ “
“TOP MESH » ». QYEQRM Vi NX SYOQOKY EINSITU MATERIAL
SLL LLE LOL LE RLMS, LS RRS RIE 2 cee MoD TO MIN
° . * 2M *
120 THK PAVEMENT SECTION

 

SCALE 1:10

 

 

ISSUE DESCRIP TION

pate | oRawN | apPRoved [DESIGNED GR APPROVED: KM
bo5t0
1100

1/07/10] CH ORAWN: CH pate:

CHECKED, KM [scate.

 
  

 

{

 

 

 

 

 

 

 

 

 

 

mentioned company

© Ins deawing remains the copyright
of STA Consulting Engineers Pty. Ltd
and can not be copied, wholly or partly
without the consent of the above

 

    
 

 
  

CLIENT:

N, R & C TOKOVIC

    

STA CONSULTING
ENGINEERS (G.C.)
ACN 129 448 442

UNIT 1/486 SCOTTSDALE DRIVE
VARSITY LAKES QLD 4227 f
PHONE: (07) 5522 1995 FAX:(07) 5522 1776

j

DRAWING TITLE:
DRIVEWAY PLAN
DRIVEWAY SECTIONS AND DETAILS

    
      

   

 

PROC.

CONSUL TIN G| LOT 13 GRANT STREET
ENGINEERS | NOOSAHEADS

   
  

JOB No:
CE 98868-G